RFB938300-01 - Drawings.pdf

PDF 11 MB Posted Jul 15, 2024

Attached to: DOC MPCF Apprenticeship Building
Solicitation number: RFB938300-01
Issued by: Henry County, Iowa

About this file

Written by GovTribe AI · Aug 2, 2024

The document provided is a set of drawings related to the DOC MPCF New Apprenticeship Building project being bid on by the Iowa Department of Administrative Services. This project is located in Mount Pleasant, Iowa, within Henry County. The drawings outline the design and specifications for the new apprenticeship building at the Mount Pleasant Correctional Facility. No additional details are provided regarding the project timeline, bid response requirements, or contract terms.

The pricing, set-asides, incumbent information, funding sources, and other salient contract details are not included in the drawings document. Therefore, no additional information can be summarized regarding those aspects of the contract opportunity.

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Other files

File	Type	Posted
RFB 938300-01 Addendum #3.pdf	PDF	Jul 15, 2024
RFB938300-01 - Bid Form.pdf	PDF	Jul 15, 2024
RFB938300-01 - Project Manual.pdf	PDF	Jul 15, 2024
RFB 938300-01 Addendum #2.pdf	PDF	Jul 15, 2024
RFB938300-01 - Notice.pdf	PDF	Jul 15, 2024
RFB 938300-01 Addendum #1.pdf	PDF	Jul 15, 2024

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K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

G-101

COVER SHEET

G24-009

MSN

6/11/2024

W A S H

M O

U N

S A N

T, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

D A S M

A pp re nt ic e

B ld g\

M od el a nd

D es ig n\

F S

pl n

D O

C M

P C

F N

P P

O R

A N

D C

O N

U C

COPYRIGHT © 2015 ALL RIGHTS RESERVED NEITHER ALL NOR ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED, COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF OAK TREE HOMES, INC. THESE PLANS, DESIGNS AND SUBJECT MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OAK TREE HOMES, INC. THIS DOCUMENT IS AN ARTICLE OF SERVICE AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE EXPRESSLY RESERVED BY OAK TREE HOMES, INC.

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

COPYRIGHT © 2018 ALL RIGHTS RESERVED NEITHER ALL NOR ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED, COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF Horizon Architecture. THESE PLANS, DESIGNS AND SUBJECT MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF Horizon Architecture. THIS DOCUMENT IS AN ARTICLE OF SERVICE AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE EXPRESSLY RESERVED BY Horizon Architecture.

SHEET INDEX

G-101

C-100

C-200

C-300

C-400

A-101

A-102

A-103

A-201

A-301

A-302

A-401

A-402

A-403

A-404

S-000

S-001

S-100

S-500

S-501

P-000

P-001

P-101

P-501

P-601

M-000

M-101

M-102

M-103

M-301

M-501

M-601

M-801

EG000

EG001

ES001

E-101

ES002

E-110

E-501

E-502

E-601

Name

COVER SHEET

GENERAL NOTES

DEMOLITION PLAN

SITE AND UTILITY PLAN

GRADING, EROSION CONTROL

AND PAVING PLAN

FLOOR PLAN

PARTITION SCHEDULE

ROOF PLAN

ELEVATION

SECTIONS

WALL SECTIONS

ENLARGED PLANS AND

INTERIOR DETAILS

EXTERIOR AND ROOF DETAILS

WINDOW DETAILS AND

SCHEDULE

DOOR AND WINDOW DETAILS

GENERAL STRUCTURAL

INFORMATION

GENERAL STRUCTURAL INFO &

SPECIAL INSPECTIONS

FOUNDATION PLAN

FOUNDATION DETAILS

FOUNDATIONS DETAILS

PLUMBING NOTES & SYMBOLS

UNDER SLAB PLUMBING PLAN

ABOVE SLAB PLUMBING PLAN

PLUMBING DETAILS

PLUMBING SCHEDULES

MECHANICAL NOTES &

SYMBOLS

MECHANICAL PLAN

MECHANICAL IN-FLOOR HEAT

PLAN

MECHANICAL IN-FLOOR HEAT

COORDINATION PLAN

MECHANICAL ELEVATION VIEWS

MECHANICAL DETAILS

MECHANICAL SCHEDULES

MECHANICAL CONTROLS

ELECTRICAL NOTES

ELECTRICAL SYMBOLS

ELECTRICAL SITE PLAN

FIRST LEVEL ELECTRICAL PLAN

UNDERSLAB ELECTRICAL

CONDUIT PLAN

FIRST LEVEL LIGHTING PLAN

ELECTRICAL DETAILS

ELECTRICAL SCHEDULES

ELECTRICAL LIGHTING

SCHEDULES

6" TYPICAL, UNLESSOTHERWISE NOTED

OFFICE

1/A-201

D0 1.1

1.01.01

D01.1

S01

W01

GRAPHIC

SYMBOLS INDICATES SECTION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DRAWING

IS SHOWN

SECTION / DETAIL MARKER DETAIL / ENLARGED PLAN MARKER

INTERIOR ELEVATION MARKER

INDICATES ELEVATION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DRAWING

IS SHOWN

ELEVATION / SECTION MARKER

INDICATES ELEVATION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH ELEVATION

IS SHOWN

DETAIL / ENLARGED PLAN MARKER

INDICATES DETAIL

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DETAIL

IS SHOWN

SPACE DESIGNATION

WINDOW MARKER

DOOR IDENTIFIERS

SPACE NAME

SPACE NUMBER

WALL TYPE MARKER 4C

SKYLIGHT MARKER

DOOR IDENTIFIER

(ELEVATIONS/SECTIONS)

ENLARGED PLAN REFERENCE

KEYNOTE IDENTIFIER

DOOR

IDENTIFIER

(PLANS)

KEYNOTE; SEE KEYNOTE LEGEND

ON DRAWING'S LAYOUT

ALTERNATE KEYNOTE;

SEE KEYNOTE LEGEND

ON DRAWING'S LAYOUT

(SEE PARTITION LEGEND)

1.01.01

VERIFY SCALE

BAR IS ONE (1) INCH LONG ON

ORIGINAL DRAWING

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

ABBREVIATIONS

A.D. AREA DRAIN

ABV. ABOVE

ADA ACCESSIBLE / AMERICANS

WITH DISABILITIES ACT

ADJ. ADJUSTABLE

A.o.R. AREA OF REFUGE

ALUM. ALUMINUM

ALT. ALTERNATE

A.F.F. ABOVE FINISHED FLOOR

AC. ACOUSTIC / ACOUSTICAL

A.F. ALUMINUM FACE

APPX. APPROXIMATE /

APPROXIMATELY

BD. BOARD

BLK. BLOCK / BLOCKING

BLDG. BUILDING

B.O. BOTTOM OF

B.O.S. BOTTOM OF STEEL

CAB. CABINET

C.C. CENTER-TO-CENTER

CLG. CEILING

CLOS. CLOSET

C.M. CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

CONC. CONCRETE

CORR. CORRIDOR

COL. COLUMN

CONT. CONTINUE / CONTINUOUS

CONTR. CONTRACTOR

DIA. DIAMETER

DTL. DETAIL

DN DOWN

DWG. DRAWING

DEPT. DEPARTMENT

DBL. DOUBLE

DIM. DIMENSION

DR. DOOR

EXIST. EXISTING

EQ. EQUAL

E.C. ELECTRICAL CONTRACTOR

EL. ELEVATION

ELEV. ELEVATOR

ELEC. ELECTRIC / ELECTRICAL

EXP. EXPANSION

EXT. EXTERIOR

EA. EACH

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

FIN. FINISH / FINISHED

FLR. FLOOR

F.O. FACE OF

FT. FEET / FOOT

FLUOR. FLUORESCENT

GYP. GYPSUM

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

HR. HOUR

H.P. HIGH POINT

HVAC HEAT, VENTILATION, AIR-

CONDITIONING

HORIZ. HORIZONTAL

HT. HEIGHT

INSUL. INSULATION / INSULATING

I.D. INSIDE DIAMETER

INCAND. INCANDESCENT

JAN. JANITOR

JT. JOINT

LBS. POUNDS

LAV. LAVATORY

LAM. LAMINATE

L.P. LOW POINT

MAX. MAXIMUM

MFR. MANUFACTURER /

MANUFACTURED

MTL. METAL

MIN. MINIMUM

MIRR. MIRRORED

MTD. MOUNTED

M.O. MASONRY OPENING

MISC. MISCELLANEOUS

MECH. MECHANICAL

N.I.C. NOT IN CONTRACT

NO. NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

OPG. OPENING

P.C. PLUMBING CONTRACTOR

P.F. PANEL FACE

PR. PAIR

P.T. PRESSURE TREATED

PL. LAM PLASTIC LAMINATE

QTY. QUANTITY

R RISER

R.W.C. RAIN WATER CONDUCTOR

REINF. REINFORCING / REINFORCED

REQ. REQUIRED

R.O. ROUGH OPENING

REV. REVISED / REVISION

REFL. REFLECTED

REC. RECESSED

RAD. RADIUS

S.S. STAINLESS STEEL

ST. STREET

SIM. SIMILAR

STL. STEEL

SQ. SQUARE

SAN. SANITARY

SUSP. SUSPENDED

STD. STANDARD

SPEC. SPECIFICATION

TEL. TELEPHONE

T.O. TOP OF

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TOIL. TOILET

TYP. TYPICAL

THK. THICK

TMP. TEMPERED

T.S.G. TEMPERED SAFETY

GLASS

U.O.N. UNLESS OTHERWISE

NOTED

U.L. UNDERWRITERS

LABORATORIES

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION

TILE

W/ WITH

W.C. WATER CLOSET

WD WOOD

& AND

@ AT

± PLUS OR MINUS

° DEGREE

� ANGLE

[ CHANNEL

# NUMBER

□ SQUARE

Ø ROUND / DIAMETER

� / C.L. CENTER LINE

� / PL. PLATE

∏ U-BAR

∟ LEG-BAR

BUILDING CODE

SUMMARY

IBC 2015

CONSTRUCTION TYPE

AUTOMATIC SPRINKLER SYSTEM

SECTION 602 AND TABLE 601

SECTION 903

MEANS OF EGRESS IBC 2018 REQUIRED PROVIDED

MAXIMUM PATH OF COMMON EGRESS TRAVEL

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

MINIMUM CORRIDOR WIDTH

MAXIMUM DEAD END

MINIMUM NUMBER OF EXITS

SECTION 1014.3

SECTION 1017 & TABLE 1017.2

SECTION 1020

SECTION 1006 & TABLE 1006.3.2

75'

200'

44"

20'

75' MAX FROM CENTER EAST BAY

N/A

USE AND OCCUPANCY CHAPTER 3

BUILDING AND PROJECT DATA

F-1/S-1

TABLE 601, 602 & SECTION 705

TABLE 601

TABLE 705.8.3

TABLE 705.8.2

PRIMARY STRUCTURAL FRAME TABLE 601 AND SECTION 704

BEARING WALLS

EXTERIOR

INTERIOR

EXTERIOR WALL OPENINGS

NOT REQUIRED

FIRE RESISTANCE RATINGS IBC 2015 REQUIRED PROVIDED

NONBEARING WALLS AND PARTITIONS

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

UNPROTECTED

PROTECTED

TABLE 601, 602 & SECTION 705

TABLE 601

0 HOURS

0 HOURS MIN (IBC TABLE 721.1(2))

0 HOURS

NOT REQUIRED

NOT REQUIRED NOT REQUIRED

BUILDING DESCRIPTION AND USE 1 STORY BLDG. AUTO SKILLS DEVELOPMENT

BUILDING HEIGHT

REQUIRED/ALLOWED PROVIDED

NOT REQUIRED

BUILDING STORIES

GROSS BUILDING AREA

TABLE 504.3 40' MAX.

TABLE 504.4 11

6,000 SQ. FT.

9,000 SQ. FT. (S-1 OCCUPANCY)LARGEST FLOOR AREA / STORY 6,000 SQ. FT.

1ST FLOOR AREA 6,000 SQ. FT.

TABLE 506.2

OCCUPANCY CALCS OCCUPANT LOAD

APPX. 25'-0"

SHOPS AND OTHER VOCATIONAL AREAS

AREA REQUIRED

6,000 SQ. FT. (GROSS) 12050 SQ. FT. / PERSON (NET)

APPLICABLE CODES AND ORDINANCES

2015 IBC: ALL APPLICABLE CHAPTERS

ANSI 117.1, 2009 EDITION: ALL APPLICABLE CHAPTERS

PROJECT SCOPE:

NEW VOCATIONAL SKILLS BUILDING (MODERATE HAZARD STORAGE (S-1) AND MODERATE HAZARD FACTORY (F-1))

Per Section 406.8, non-combustible flooring (concrete) provided. 3 hour fire barrier provided IAW Table 707.3.10 and Section 903.2.9.1 to reduce fire area to less than 5,000 s.f.

SPRINKLER REQUIREMENT SECTION 903.2.9.1

TABLE 707.3.10

REQUIRED IF FIRE AREA

EXCEEDS 5,000 S.F.

FIRE AREA SEPARATION (3 HR)

PROVIDED PER TABLE 707.3.10

TOTAL DISTANCE TRAVELED - 75'

L D

N C

' SHOP SPACE

50 SF/OCCUPANT

3600 SF

TOTAL OCC - 72

SHOP SPACE

50 SF/OCCUPANT

3600 SF

TOTAL OCC - 48

36" DOOR (34" CLEAR)

EGRESS CAPACITY - 170

OCCUPANT LOAD - 24

36" DOOR (34" CLEAR)

EGRESS CAPACITY - 170

OCCUPANT LOAD - 24

36" DOOR (34" CLEAR)

EGRESS CAPACITY - 170

OCCUPANT LOAD - 36

36" DOOR (34" CLEAR)

EGRESS CAPACITY - 170

OCCUPANT LOAD - 36

TOTAL DISTANCE TRAVELED - XXX'EXIT TRAVEL PATH AND

DISTANCE (250' MAX)

EGRESS COMPONENT

CAPACITY

FIRE EXTINGUISHER

CABINET

LIFE SAFETY LEGEND

EXIT SIGN

FEC

3 HR RATED PARTITION

XX" STAIR

EGRESS CAPACITY - XX

OCCUPANT LOAD - X

06926

NOLAN

MICHAEL

PROFESS IONAL

ARCH

ITEC

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED HEREIN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF IOWA.

MICHAEL NOLAN DATE

LICENSE NUMBER 06926.

MY LICENSE RENEWAL DATE IS JUNE 30, 2025.

PAGES OR SHEETS COVERED BY THIS SEAL: G-101, A-101 THROUGH A-404

IOWA

SCALE: 1/16" = 1'-0"1 1st FLOOR LIFE SAFETY PLAN 0 8' 16' 32'

9383.00 DOC MPCF NEW

APPRENTICESHIP BUILDING

PROJECT DIRECTORY

OWNER

IOWA DEPARTMENT OF CORRECTIONS

1200 EAST WASHINGTON STREET

MOUNT PLEASANT, IA 52641

OWNER REPRESENTATIVE: BRANDON ADAMS ,

(STATE OF IOWA-DEPARTMENT OF ADMINISTRATIVE

SERVICES)

PHONE: (515) 201-2197

EMAIL: brandon.adams@iowa.gov

CONSTRUCTION MANAGER

SAMUELS GROUP

2929 WESTOWN PARKWAY SUITE 200

WEST DES MOINES, IA 50266

PROJECT MANAGER: JASON MCLENDON

PHONE: (515) 729-3361

EMAIL: jmclendon@samuelsgroup.net

ARCHITECT

HORIZON ARCHITECTURE

3116 ALPINE COURT IOWA CITY IA 52245

PHONE: (563) 506-4965

CONTACT: MICHAEL NOLAN, AIA

EMAIL: MICHAEL@HORIZON-ARCHITECTURE.COM

6/21/2024

24116

LOMHEIM

JOE C.

PROFESS IONAL

ENG

INEER

I OWA

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME

OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

JOE C. LOMHEIM, P.E. DATE

LICENSE NUMBER 24116

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024.

PAGES OR SHEETS COVERED BY THIS SEAL:

06-21-2024

P-000 through P-501, M-000 through M-801, & E-000 through E-602

06-21-2024

S SHEETS

I A I I

6/26/2024

SHEET INDEX

G-101

C-100

C-200

C-300

C-400

A-101

A-102

A-103

A-201

A-301

A-302

A-401

A-402

A-403

A-404

S-000

S-001

S-100

S-101

S-102

S-500

S-501

P-000

P-001

P-101

P-501

P-601

M-000

M-101

M-102

M-301

M-501

M-601

M-801

E-000

E-001

E-011

E-012

E-101

E-110

E-501

E-502

E-601

E-602

Name

COVER SHEET

GENERAL NOTES

DEMOLITION PLAN

SITE AND UTILITY PLAN

GRADING, EROSION CONTROL

AND PAVING PLAN

FLOOR PLAN

PARTITION SCHEDULE

ROOF PLAN

ELEVATION

SECTIONS

WALL SECTIONS

ENLARGED PLANS AND

INTERIOR DETAILS

EXTERIOR AND ROOF DETAILS

WINDOW DETAILS AND

SCHEDULE

DOOR AND WINDOW DETAILS

GENERAL STRUCTURAL

INFORMATION

GENERAL STRUCTURAL INFO &

SPECIAL INSPECTIONS

FOUNDATION PLAN

SLAB CONTROL JOINT PLAN

ALTERNATE PLANS & DETAILS

FOUNDATION DETAILS

FOUNDATIONS DETAILS

PLUMBING NOTES & SYMBOLS

UNDER SLAB PLUMBING PLAN

ABOVE SLAB PLUMBING PLAN

PLUMBING DETAILS

PLUMBING SCHEDULES

MECHANICAL NOTES &

SYMBOLS

MECHANICAL PLAN

MECHANICAL IN-FLOOR HEAT

PLAN (ALTERNATE 2)

MECHANICAL ELEVATION VIEWS

MECHANICAL DETAILS

MECHANICAL SCHEDULES

MECHANICAL CONTROLS

ELECTRICAL NOTES

ELECTRICAL SYMBOLS

ELECTRICAL SITE PLAN

UNDERSLAB ELECTRICAL

CONDUIT PLAN

FIRST LEVEL ELECTRICAL PLAN

FIRST LEVEL LIGHTING PLAN

ELECTRICAL DETAILS

ELECTRICAL SCHEDULES

ELECTRICAL LIGHTING

SCHEDULES

SITE GRADING NOTES:

1. THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN

PLACE PRIOR TO COMMENCING GRADING OPERATIONS.

2. THE CONTRACTOR SHALL COMPLY WITH SUDAS SECTION 2010 FOR GRADING AND

EARTHWORK OPERATIONS.

3. GENERAL COMPACTION REQUIREMENTS ARE INDICATED BELOW AND RELATIVE

COMPACTION IS BASED UPON THE MATERIALS STANDARD PROCTOR DRY DENSITY

(ASTM D698). THE CONTRACTOR SHALL PROVIDE MATERIAL SAMPLES TO THE

TESTING AGENCY AS REQUIRED TO ESTABLISH THE MATERIAL PROPERTIES.

RELATIVE MOISTURE VARIANCE

LOCATION OF FILL MATERIALS COMPACTION FROM OPTIMUM

LESS THAN 12" BELOW FLOOR 98% -3% to +3% SANDS

SLABS AND FOUNDATIONS * -1% to +3% CLAYEY SOILS

MORE THAN 12" BELOW FLOOR 95% -3% to +3% SANDS

SLABS AND FOUNDATIONS * -1% to +3% CLAYEY SOILS

BELOW EXTERIOR PAVEMENTS 95% -3% to +3% SANDS

-1% to +3% CLAYEY SOILS

BELOW LANDSCAPED SURFACES 90% -5% to + 5% ALL SOILS

* MEASURED FROM TOP OF SUBGRADE

PAVEMENT NOTES:

1. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING.

2. SUBGRADE PREPARATION REQUIREMENTS

A. SHAPE AND CONSOLIDATE SUBGRADE IN PREPARATION FOR THE PLACEMENT OF

PAVEMENT. PROVIDE UNIFORM COMPOSITION OF AT LEAST 12” BELOW TOP OF

SUBGRADE UNDER NEW PAVING OR SUBBASE, PLUS 2' ON EACH SIDE.

B. SUBGRADE CONSTRUCTION TO OCCUR AS FOLLOWS TO CHECK FOR DENSITY:

1B. IF SUBGRADE IS NATIVE, IT SHALL BE SCARIFIED TO 6" DEPTH AND

COMPACTED TO 98% STD PRIOR TO PLACEMENT OF SUBBASE.

2B. IF SUBGRADE IS FILL MATERIAL, FILL MATERIAL SHALL BE PLACED IN LIFTS OF

95% STD (98% STD FOR TOP LIFT) PRIOR TO PLACEMENT OF SUBBASE.

C. AFTER COMPACTION REQUIREMENTS ARE MET, SUBGRADE SHALL BE SUBJECTED TO

A PROOFROLL PER SUDAS 2010 - 3.06 TO CHECK FOR STABILITY. REMOVE AND

REPLACE UNSUITABLE AREAS WITH SUITABLE COMPACTED MATERIAL.

D. AFTER DENSITY AND STABILITY ARE APPROVED, PLACE SUBBASE AND COMPACT TO

98% STD PROCTOR. BACKSCATTER TEST TYPE MAY BE REQUIRED.

3. GRANULAR SUBBASE FOR PAVEMENTS SHALL BE GRADATION NO. 14 (MODIFIED

SUBBASE) PER IOWA DOT STANDARD SPECIFICATION FOR HIGHWAY AND BRIDGE

CONSTRUCTION SECTION 4123.

4. MATERIALS AND CONSTRUCTION FOR PORTLAND CEMENT CONCRETE (PCC) PAVEMENTS

SHALL MEET THE REQUIREMENTS OF SUDAS 7010.

5. MINIMUM 28-DAY COMPRESSIVE STRENGTH FOR CONCRETE USED FOR PAVEMENTS

SHALL BE 4000 PSI. CONCRETE SHALL BE C-3 OR C-4 WITH TYPE 1 CEMENT. AIR

CONTENT SHALL BE 5.5%-8.5% FOR NON-SLIP FORM AND 6%-10% FOR SLIP-FORM

PAVING. AIR ENTRAINMENT ADMIXTURES AND WATER REDUCING ADMIXTURES SHALL

CONFORM TO IOWA DOT SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION

SECTION 4103.

6. JOINT SEALER SHALL CONFORM TO IOWA DOT SPECIFICATIONS FOR HIGHWAY AND

BRIDGE CONSTRUCTION SECTION 4136 FOR HOT POURED JOINT SEALER.

7. CURING COMPOUND (WHITE, DARK OR CLEAR) SHALL CONFORM TO IOWA DOT

SPECIFICATIONS FOR SECTION 4105.

8. PAVEMENT TIE BARS AND DOWEL BARS SHALL CONFORM TO IOWA DOT SPECIFICATIONS

FOR HIGHWAY AND BRIDGE CONSTRUCTION SECTION 4151. EPOXY COATING, WHEN

SPECIFIED, SHALL CONFORM TO IOWA DOT SPECIFICATIONS FOR HIGHWAY AND BRIDGE

CONSTRUCTION SECTION 4151.03B.

9. ONE INCH PREFORMED FOAM EXPANSION JOINT MATERIAL SONOFLEX "F" BY

SONOBORN OR APPROVED EQUAL SHALL BE PLACED BETWEEN NEW PAVEMENT

CONSTRUCTION AND THE FACES OF BUILDINGS, STOOPS, EXISTING SLABS, AND OTHER

FIXTURES, UNLESS NOTED ON THE DRAWINGS. JOINTS AT THESE LOCATIONS SHALL BE

SEALED WITH A SELF-LEVELING POLYURETHANE SUCH AS SONOLASTIC SL-1 OR

APPROVED EQUAL.

GENERAL NOTES:

1. THE APPROVING AUTHORITY FOR THIS PROJECT SHALL BE THE STATE OF IOWA.

2. THE TERM "ENGINEER" REFERS TO AXIOM CONSULTANTS, LLC.

3. THE TERM "CONTRACTOR" REFERS TO THE GENERAL CONTRACTOR AND ANY AND

ALL SUB-CONTRACTORS WORKING ON THE PROJECT.

4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATEWIDE URBAN DESIGN

AND SPECIFICATIONS (SUDAS), INCLUDING THE APPROVING AUTHORITY'S

SUPPLEMENTAL SPECIFICATIONS.

5. ALL CIVIL SITE WORK TO FOLLOW THE GUIDANCE OF SUDAS UNLESS A MORE

STRINGENT REQUIREMENT IS NOTED WITHIN THESE PROJECT SPECIFICATIONS. IN

THE CASE OF CONFLICT, THE MORE STRICT REQUIREMENTS SHALL GOVERN AS

DETERMINED BY THE ENGINEER OF RECORD.

6. THE LOCATION OF UNDERGROUND UTILITIES INCLUDING MAINS, SERVICE LINES,

STRUCTURES, AND OTHER APPURTENANCES ARE APPROXIMATE ONLY. LOCATIONS

SHOWN WERE OBTAINED FROM PLANS OF RECORD AND/OR UTILITY LOCATES.

THERE MAY BE ADDITIONAL UTILITIES THAT ARE NOT SHOWN ON THESE

DRAWINGS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING IOWA ONECALL (811

OR www.iowaonecall.com) PRIOR TO PERFORMING ANY WORK, INCLUDING

PROVIDING SUFFICIENT LEAD TIME FOR LOCATES TO BE COMPLETED PRIOR TO

PERFORMING WORK

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL

MUNICIPALITY (INCLUDING IOWA DOT AND COUNTY ROADS DEPARTMENT, IF

APPLICABLE) AND/OR APPROPRIATE UTILITY COMPANIES OF THE ANTICIPATED

WORK SCHEDULE. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULES AS

REQUIRED. A MINIMUM OF 48-HOURS NOTICE IS RECOMMENDED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY LOCAL,

STATE, AND FEDERAL PERMITS UNLESS NOTED OTHERWISE IN THE CONTRACT

DOCUMENTS. THESE MAY INCLUDE, BUT ARE NOT LIMITED TO, DEMOLITION

PERMITS AND WORK IN THE RIGHT-OF-WAY PERMITS. THE CONTRACTOR SHALL

MAKE ALLOWANCES IN THE SCHEDULE FOR THE TIME REQUIRED TO OBTAIN

PERMITS AND ANY ASSOCIATED NOTICE PERIODS.

10. THE CONTRACTOR SHALL LIMIT ALL WORK, STAGING, AND MATERIALS STORAGE TO

THE PROJECT AREA AS IDENTIFIED WITHIN THE CONTRACT DOCUMENTS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER SANITATION

FACILITIES ON SITE AND MAINTAINING SAID FACILITIES FOR THE DURATION OF THE

PROJECT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING

PROPERTY MONUMENTS (PINS) WITHIN AND ADJACENT TO THE PROJECT AREA.

THE ENGINEER SHALL BE MADE AWARE OF ANY PROPERTY MONUMENTS THAT ARE

AT RISK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED

WITH RESETTING PROPERTY MONUMENTS REMOVED OR DESTROYED BY

CONSTRUCTION ACTIVITY, INCLUDING THE COST OF PREPARING AND RECORDING

ANY NECESSARY PLATS. ALL PROPERTY MONUMENTS SHALL BE SET BY A LAND

SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA.

SURFACE RESTORATION NOTES:

1. FINAL GRADE BY CONTRACTOR. LANDSCAPE RESTORATION BY OWNER.

2. CONTRACTOR TO REFER TO SUDAS SECTION 2010 FOR FINISH GRADING AND

TOPSOIL PLACEMENT REQUIREMENTS.

3. OWNER TO REFER TO SUDAS SECTION 9010 AND SECTION 9020 FOR SEEDING

REQUIREMENTS.

4. TOPSOIL SHALL BE PLACED IN ALL DISTURBED AREAS THAT WILL NOT BE PAVED OR

OTHERWISE BUILT UPON. A MINIMUM TOPSOIL THICKNESS OF 8 INCHES SHALL BE

RE-SPREAD.

5. ALL AREAS RECEIVING PERMANENT STABILIZATION SHALL BE SEEDED WITH SUDAS

TYPE 1 URBAN SEED MIXTURE

6. ALL AREAS RECEIVING TEMPORARY STABILIZATION IN THE FORM OF TEMPORARY

SEED SHALL BE SEEDED WITH SUDAS TYPE 4 URBAN TEMPORARY EROSION

CONTROL MIXTURE.

7. NO SEEDING OPERATIONS SHALL BE PERMITTED OUTSIDE OF THE SPECIFIED DATES

WITHOUT PRIOR AUTHORIZATION OF THE ENGINEER.

SITE PREPARATION NOTES:

1. REFER TO SUDAS SECTION 2010 FOR CLEARING AND GRUBBING AND GENERAL

REMOVAL REQUIREMENTS. REFER TO SUDAS SECTION 10,010 FOR STRUCTURE

DEMOLITION REQUIREMENTS, IF APPLICABLE.

2. DEMOLITION AND/OR REMOVAL LIMIT LINE IS THE EXISTING PROPERTY LINE

UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING ADJACENT PROPERTY DURING DEMOLITION AND/OR REMOVAL

OPERATIONS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT TREES AND OTHER

DESIRABLE VEGETATION FROM DAMAGE AS A RESULT OF CONSTRUCTION ACTIVITY.

PROTECTION INCLUDES, BUT IS NOT LIMITED TO, CONSTRUCTION FENCING

AROUND THE DRIP LINE OF TREES AND PROHIBITING VEHICLE TRAFFIC AND

MATERIAL STORAGE WITHIN THE DRIP LINE.

4. CLEARING AND GRUBBING SHALL BE THE RESPONSIBILITY OF THE GRADING

CONTRACTOR AND SHALL BE PAID ON A LUMP SUM BASIS, UNLESS NOTED

OTHERWISE.

5. TRUNKS, BRANCHES, AND OTHER WOODY VEGETATION SHALL BE CHIPPED OR

SHREDDED AND USED ONSITE FOR EROSION AND SEDIMENT CONTROL MATERIALS,

UNLESS NOTED OTHERWISE. NO BURNING SHALL BE ALLOWED.

6. PAVEMENTS SHALL BE REMOVED A MINIMUM OF TWO FEET BEYOND EXCAVATION

AND TRENCH LIMITS TO PREVENT UNDERMINING.

7. FULL DEPTH SAW CUTS SHALL BE UTILIZED WHERE ADJACENT PAVEMENT WILL

REMAIN TO PREVENT DAMAGE TO THE PAVEMENTS THAT WILL REMAIN.

8. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK IS

DAMAGED BY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL REMOVE AND

REPLACE THE ENTIRE AFFECTED SECTION AT NO ADDITIONAL COST.

EROSION AND SEDIMENT CONTROL NOTES:

1. REFER TO SUDAS SECTION 9040 FOR EROSION AND SEDIMENT CONTROL

REQUIREMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING THE

APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) IN ACCORDANCE WITH THE

PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

3. SEDIMENT BARRIERS SUCH AS SILT FENCE AND SEDIMENT SOCKS SHALL BE CLEANED

WHEN THE DEPTH OF ACCUMULATED SEDIMENT DEPTH MEETS OR EXCEEDS FIFTY

PERCENT OF THE HEIGHT OF THE BARRIER.

4. TEMPORARY SEED OR OTHER APPROPRIATE MEASURE SHALL BE APPLIED TO

DISTURBED AREAS THAT REMAIN INACTIVE FOR MORE THAN FOURTEEN DAYS.

5. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MEASURES APPROPRIATE FOR

THE FINAL USE OF THE AREA. WHEN POSSIBLE, THE CONTRACTOR SHALL PHASE

THE PROJECT WORK TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT A GIVEN

TIME. REFER TO THE EROSION AND SEDIMENT CONTROL NOTES FOR ADDITIONAL

REQUIREMENTS.

6. THE GENERAL SEQUENCE OF EROSION AND SEDIMENT CONTROL EVENTS IS:

A. INSTALL PERIMETER MEASURES AND INLET PROTECTION DEVICES

B. CONSTRUCT CONSTRUCTION ENTRANCE / TRACKING PAD

C. STRIP AND STOCKPILE TOPSOIL

D. PERFORM SITE GRADING OPERATIONS

E. STABILIZE PAVED AREAS WITH GRANULAR SUBBASE

F. STABILIZE AREAS OUTSIDE OF BUILDING FOOTPRINT AND PAVEMENT AT

EARLIEST OPPORTUNITY. IF WORK WILL CONTINUE IN AN AREA AT A LATER

DATE, PROVIDE TEMPORARY STABILIZATION IN THE FORM OF TEMPORARY

SEEDING OR OTHER SURFACE TREATMENT.

G. REMOVE ALL TEMPORARY MEASURES UPON FINAL STABILIZATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER

DISPOSAL OF ALL BMPs. THE COST SHALL BE INCIDENTAL TO INSTALLING AND

MAINTAINING THE BMPs.

SANITARY SEWER NOTES (SUDAS):

1. SANITARY SERVICE SHALL BE CONSTRUCTED USING SOLID WALL PVC, SDR 23.5 PER

SUDAS SECTION 4010. SERVICE IS FOUR INCHES UNLESS NOTED OTHERWISE.

2. SANITARY SEWERS UNDER AND WITHIN FIVE FEET OF ROADWAY PAVING SHALL BE

BACKFILLED WITH GRANULAR BACKFILL.

GENERAL UTILITY NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CONDITIONS OF ALL

CONNECTION POINTS TO EXISTING UTILITIES PRIOR TO FABRICATING ANY

STRUCTURES OR COMPONENTS OR COMMENCING CONSTRUCTION WORK FOR THE

APPLICABLE PHASE OF WORK. THE ENGINEER SHALL BE MADE AWARE OF ANY

DISCREPANCIES FROM THE CONTRACT DOCUMENTS IMMEDIATELY

2. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF POSSIBLE

CONFLICTING UTILITIES PRIOR TO COMMENCING WORK. THIS MAY REQUIRE

EXCAVATION OR OTHER WORK TO EXPOSE THE UTILITIES IN QUESTION. THE

ENGINEER MUST BE MADE AWARE OF ANY CONFLICTS IMMEDIATELY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THROUGHOUT ALL PHASES OF CONSTRUCTION

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL VALVES, MANHOLES,

CASTINGS, GAS VENTS, ETC. TO MATCH THE PROPOSED SURFACE ELEVATIONS.

ADJUSTMENTS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY

AND THE COSTS FOR SAID ADJUSTMENTS SHALL BE INCIDENTAL TO THE

CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO SAID

STRUCTURES OR APPURTENANCES THAT OCCUR DURING CONSTRUCTION AT NO

ADDITIONAL COST TO THE OWNER

5. THE CONTRACTOR SHALL BE REQUIRED TO PRODUCE RECORD DOCUMENTS

REGARDING ASPECTS OF THE PROJECT WHICH DIFFER FROM THE CONTRACT

DOCUMENTS. THIS INCLUDES BOTH EXISTING FACILITIES ENCOUNTERED AND

PROPOSED FACILITIES CONSTRUCTED. THE INFORMATION SHALL INCLUDE

LOCATION, DIMENSION, AND MATERIAL DATA. THE LOCATION OF UNDERGROUND

FACILITIES SHALL BE NOTED IF THEY DIFFER FROM THE CONTRACT DOCUMENTS FOR

MORE THAN TWO FEET HORIZONTALLY OR SIX INCHES VERTICALLY OR ARE NOT

SHOWN. ABOVE GROUND FACILITIES CONSTRUCTED OR ENCOUNTERED SHALL BE

NOTED IF THEY DIFFER FROM THE CONTRACT DOCUMENTS BY MORE THAN ONE

FOOT HORIZONTALLY OR THREE INCHES VERTICALLY.

WATER MAIN NOTES (SUDAS):

1. WATER SERVICES LINES SHALL BE CONSTRUCTED OF PVC SCHEDULE 80 AS SPECIFIED

IN SUDAS SECTION 5010.

2. SERVICE LINE SHALL BE INSTALLED WITH TRACER WIRE.

3. SERVICE SHALL BE BACKFILLED WITH SUITABLE NATIVE BACKFILL COMPACTED TO A

MINIMUM OF 95% STANDARD PROCTOR DENSITY. REFER TO SITE GRADING NOTES

FOR ADDITIONAL REQUIREMENTS.

4. CURB STOPS SHALL BE LOCATED AS INDICATED ON THE PLANS. MAINTAIN 36"

HORIZONTAL SEPARATION BETWEEN SEWER AND WATER SERVICES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING AND RELATED COSTS

INCLUDING, BUT NOT LIMITED TO, FILLING AND FLUSHING NEW MAINS, AND ALL

REQUIRED SAMPLING. DISPOSAL OF HIGHLY CHLORINATED WATER SHALL BE IN

COMPLIANCE WITH STATE, LOCAL, AND FEDERAL REGULATIONS. ALL TESTING TO

COMPLY WITH THE REQUIREMENTS OF SUDAS SECTION 5030.

6. THE MINIMUM DEPTH OF BURY FOR THE WATER SERVICE IS FIVE FEET SIX INCHES

(5' - 6"), UNLESS NOTED OTHERWISE.

WATER AND SEWER SEPARATION:

1. ALL WATER MAINS AND SEWERS (SANITARY & STORM SEWERS) SHALL BE

SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST TEN FEET

2. A MINIMUM OF EIGHTEEN INCHES MUST BE PROVIDED WHERE WATER MAINS AND

SEWERS CROSS

3. IN THE EVENT THAT EIGHTEEN INCHES OF SEPARATION CAN NOT BE PROVIDED DUE

TO PHYSICAL CONDITIONS AND:

A. THE WATER MAIN CROSSES OVER SANITARY AND STORM SEWER, THE SEWER

MAY BE PLACED NO CLOSER THAN SIX INCHES BELOW THE WATER MAIN

PROVIDED THE JOINTS ARE WATERTIGHT AND LOW PERMEABILITY BACKFILL

MATERIAL IS USED WITHIN TEN FEET OF THE CROSSING, THE SEWER

B. THE SANITARY SEWER CROSSES OVER OR LESS THAN EIGHTEEN INCHES

BELOW THE WATER MAIN, LOCATE ONE FULL LENGTH OF SEWER PIPE

CONSTRUCTED OF WATER MAIN MATERIAL SO BOTH JOINTS ARE AS FAR AS

POSSIBLE FROM THE WATERMAIN

C. THE STORM SEWER CROSSES OVER OR LESS THAN EIGHTEEN INCHES BELOW

A WATER MAIN, LOCATE ONE FULL LENGTH OF SEWER PIPE CONSTRUCTED OF

WATER MAIN MATERIAL OR GASKETED RCP SO BOTH JOINTS ARE AS FAR AS

POSSIBLE FROM THE WATERMAIN

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GENERAL

NOTES

DEMOLITION NOTES:

PAVING REMOVAL AREA. FULL DEPTH SAWCUTS ALONG

ALL AREAS WHERE ADJACENT PAVEMENT REMAINS.

REMOVE TREE.

PROTECT EXISTING STEAM TUNNEL AND ASSOCIATED STRUCTURES

EXISTING UTILITY LOCATIONS ARE FROM EXISTING EVIDENCE AND

MAPPING ONLY. CONTRACTOR TO VERIFY EXACT LOCATIONS PRIOR TO

DIGGING.

B B

HAWKEYE CIR

194 SF OF

CONCRETE

STREET

182 SF OF

CONCRETE

SIDEWALK

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DEMOLITION

PLAN

SS SS SS

W W W

E FO

SD SD SD SD SD SD SD

101.33'

61.33'

20'

42.83'

PROPOSED BUILDING

6,214 SF776 SF OF

5" PCC

1,002 SF OF

5" PCC

SITE AND UTILITY PLAN KEY NOTES

PROPOSED STANDARD DUTY PCC. SEE DETAIL 1/C-400

PROPOSED SIDEWALK PCC. SEE DETAIL 2/C-400

TIE DOWNSPOUTS TO 8" HDPE STORM DRAIN. 315 LF OF 8" HDPE. SEE DETAIL 1/C-300.

STORM DRAIN AT 1% MIN SLOPE. OUTLET INVERT 716.00. OUTLET PER SUDAS

4040.233. CLEANOUTS PER SUDAS 4040.232. REFER TO ARCHITECTURAL PLANS FOR

DOWNSPOUT LOCATIONS.

EXISTING FIRE HYDRANT LOCATION

EXISTING ELECTRICAL TRANSFORMERS

PROPOSED ELECTRICAL SERVICE AND FIBER SERVICE TO CONNECT THROUGH STEAM

TUNNEL TO WEST BUILDING. SEE ELECTRICAL PLANS FOR DETAILS.

PROPOSED WATER SERVICE. INSTALL 1" LIVE TAP WITH CURB STOP AND BOX WITH

66 LF OF 1" PVC SCHEDULE 80 WATER SERVICE.

PROPOSED 51 LF 4" PVC SANITARY SERVICE. INSTALL PER SUDAS FIGURE 4010.201

INSTALL DOUBLE CLEANOUT WITHIN 5' OF BUILDING. INVERT OF MAIN AT

CONNECTION 707.8±. INVERT AT BUILDING 709.5±.

COORDINATE ALL UTILITY EXIT POINT LOCATIONS AND DEPTHS ON THE BUILDING

WITH MEP PLANS. CONTRACTOR TO NOTIFY ENGINEER OF ANY CONFLICTS.

CONTRACTOR TO MAINTAIN ALL CLEARANCES BETWEEN UTILITIES AS REQUIRED PER

SUDAS

EXISTING UTILITY LOCATIONS ARE FROM EXISTING EVIDENCE AND MAPPING ONLY.

CONTRACTOR TO VERIFY EXACT LOCATIONS PRIOR TO DIGGING.

CONTRACTOR TO INSTALL 36" RCP BETWEEN EXISTING STEAM TUNNEL AND NEW

BUILDING FOUNDATION TO PROVIDE FUTURE ACCESS TO STEAM LINES.

INVERT OF RCP TO BE 18" BELOW BOTTOM OF EXISTING STEAM PIPE IN THE TUNNEL

AT PENETRATION LOCATION. RCP PIPE TO BE LAID WITH 0.50% SLOPE AWAY FROM

BUILDING. ALL JOINTS TO BE MADE WATERTIGHT WITH O-RING GASKETS. BACKFILL

PER SUDAS 3010.102, CLASS R-1. CONNECT RCP TO FOUNDATION AND STEAM

TUNNEL PER SUDAS 4020.211. SEE STRUCTURAL PLANS FOR ADDITIONAL DETAILS ON

CONNECTIONS.

10'

LEGEND:

UTILITIES

COMMUNICATIONS

OVERHEAD LINE

ELECTRIC

FIBER OPTIC

GAS

SANITARY SEWER

STORM

WATER: DOMESTIC

SUBDRAIN

EXISTING PROPOSED

COMM. HANDHOLE

COMM. PEDESTAL

GUY WIRE ANCHOR

UTILITY POLE

UTILITY POLE WITH LIGHT

ELECTRIC TRANSFORMER

LIGHT POLE

FIBER OPTIC HANDHOLE

GAS VALVE

STORM MANHOLE

STORM INTAKE

HYDRANT

SANITARY MANHOLE

SANITARY CLEANOUT

WATER VALVE

CURB STOP

SITE

FENCE: BARB WIRE

FENCE: CHAIN LINK

FENCE: CONSTRUCTION

FENCE: WIRE

FENCE: WOOD

CONTOUR - INTERMEDIATE

CONTOUR - INDEX

POST INDICATOR VALVE

TREE: DECIDUOUS

TREE: CONIFEROUS

SIGN

SHRUBBERY

STREAM CENTERLINE

FENCE: VINYL

SEE LANDSCAPE PLAN

EXISTING PROPOSED

SEE LANDSCAPE PLAN

111.33'

24.1'

55.72'

0 10 20

25 SF OF

4" PCC

718 SF OF

4" PCC

HAWKEYE CIR

D R

DOWNSPOUT CONNECTION DETAIL

NTS 1

DOWNSPOUT ADAPTER 3"x4" TO 6"

CORRUGATED PE PIPE (OR PVC)

PCC OR GRASS

3"x4"DOWNSPOUT

6" NON-PERFORATED PE DUEL

WALL OR PVC (TYP) 90° BEND

DECORATIVE ROCK BORDER

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SITE AND

UTILITY PLAN

ADD ALTERNATE 3

SS SS SS

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SD SD SD SD SD SD SD

7 71

8 71

719.67 TS

719.75 TS

719.67 TS

719.75 TS

719.60 TS

719.67 TS

719.06 TS 719.13 TS

719.60 TS

719.06 TS

719.60 TS

719.01 TS

0 10 20

KEYNOTES

PROPOSED STANDARD DUTY PCC. SEE DETAIL 1/C-400

PROPOSED SIDEWALK PCC. SEE DETAIL 2/C-400

CONTRACTOR TO GRADE SWALE TO DRAIN TO EAST

PROPOSED STOOP. SEE STRUCTURAL FOUNDATION

PLAN FOR DETAILS.

PORTABLE RESTROOM

REFUSE AREA

SILT FENCE OR 16"-18" FILTER SOCK

INSTALL PRIOR TO CONSTRUCTION

CONCRETE WASHOUT

GRADING LIMITS

LEGEND

NOTES:

1. ALL AREAS NOT SHOWN AS PAVEMENT OR PERMANENT SEEDING

SHALL BE STABILIZED WITH TEMPORARY SEEDING

(SUDAS SECTION 9010 TYPE 4 MIX)

12"

PORTLAND CEMENT CONCRETE

MODIFIED SUBBASE PER IDOT 4123

STANDARD DUTY PAVEMENT SECTION

NOT TO SCALE 1

SCARIFY AND RECOMPACT SUBGRADE PER

GRADING NOTE REQUIREMENTS.

TYPICAL SIDEWALK

NOT TO SCALE 2

SEE PLAN FOR

GRADES

PER PLAN

1.50%

PORTLAND CEMENT CONCRETE

MODIFIED SUBBASE PER IDOT 4123

SCARIFY AND RECOMPACT SUBGRADE PER

GRADING NOTE REQUIREMENTS.

FFE 719.75

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GRADING,

EROSION

CONTROL, AND

PAVING PLAN

TYPICAL

JOINTING LAYOUT

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W01W01W01W01W01 W05R 2'-6" by 2'-6"

W05R 2'-6" by 2'-6"

D01

GD02

D01

GD01

W01 W01 W01

W01 W01 W05R

2'-4" by 1'-8" W05R

3' by 3' D01

GD01

D01

D03

D02 D02D02

A-401

A-403

A-404

A-402

19'-11 15/16" 20' 20' 20' 20'-1/16" 100'

3 5/8" 7'-10 5/16" 3 5/8" 7'-10 5/16" 3 5/8" 21'-10 7/8" (+/-) 3 5/8"

8" 7'

-1

7/ 8"

4' -8

'-2

9'-11 15/16" 10' 3'-6"

10'

10' 10' 10'

9'-11 15/16" 10'

2'-6" 10'

10' 10'

'-6

-8

'-2

A-201

A-

1 4

A-

P3P3

P1P1

LIFT BAY

TYP TYP

TYP

PIT - SEE

STRUCTURAL

ADD

ALTERNATE 3

AUTO REPAIR GARAGE

A: 3,394.00 sq ft

SMALL BAY GARAGE

A: 2,306.69 sq ft

BATHROOM

A: 56.25 sq ft

BATHROOM

A: 58.91 sq ft

MECHANICAL ROOM

A: 110.47 sq ft

A-302

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3.625" STEEL

STUDS @ 16" O.C.

3.625" STEE

STUDS @ 16" O.C.

3.625" STEE

STUDS @ 16"

O.C.

Z WALL GIRTS

BATT INSULATION (R-13 MIN)

EXTERIOR METAL WALL PANEL

Z WALL GIRTS

BATT INSULATION (R-13 MIN)

EXTERIOR METAL WALL PANEL

Z WALL GIRTS

BATT INSULATION (R-13 MIN)

EXTERIOR METAL WALL PANEL

3.625" STEEL

STUDS @ 16" O.C.

3.625" STEEL

STUDS @ 16" O.C.

3.625" STEEL

STUDS @ 16"

O.C.

STEEL LINER PANEL EXTERIOR

STEEL LINER PANEL EXTERIOR FRP PANEL

FRP CURB TRIM

MOLDING

FRP DIVISION

TRIM MOLDING

FRP PANEL

P2 INTERIOR

PARTITION

3.625" STEEL STUD

18 GA

FULL HEIGHT

P1 EXTERIOR

PARTITION BY

PEMB

NOT RATED

PLAN VIEW

WALL BASE

WALL TOP

P3 INTERIOR

PARTITION

3.625" STEEL STUD

18 GA

3HR RATED

U419

3 LAYERS 5/8" GYPSUM

WALLBOARD EACH SIDE

3 LAYERS 5/8" GYPSUM

WALLBOARD EACH SIDE

SLIP TRACK

LINER PANEL INTERIOR SIDE. REF

FLOOR PLAN. HORIZONTAL STEEL

STRAPPING @ 24" O.C. TO

SUPPORT VERTICAL PANELS

LINER PANEL INTERIOR SIDE. REF

FLOOR PLAN. HORIZONTAL STEEL

STRAPPING @ 24" O.C. TO

SUPPORT VERTICAL PANELS

STEEL JOIST PER STRUCTURAL

RECOMMENDATION

5/8" GYPSUM

WALLBOARD

5/8" GYPSUM WALLBOARD

INTERIOR FINISH

3/4" T&G OSB SUBFLOOR

5/8" GYPSUM WALLBOARD

INTERIOR FINISH

FRP CURB TRIM

MOLDING

SCALE: 1" = 1'-0"1 PARTITION SCHEDULE

0 6'' 1' 2'

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A-201

A-

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A-

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'-8

A-302

A-301

A-402

A-301

A-302

7.5"x6" GUTTER (MIN) WITH

(3) 4"X3" DOWNSPOUTS

7.5"x6" GUTTER (MIN) WITH

(3) 4"X3" DOWNSPOUTS

SCALE: 1/4" = 1'-0"1 ROOF PLAN

K D

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PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-201

ELEVATION

G24-009

MSN

6/21/2024

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\P ro je ct s\ G en er al P ro je ct s\

-0

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H A

O R

O N

-A R C H

R E.

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-4

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R E.

C O

PEMB STANDING SEAM ROOF STEEL

PEMB R-PANEL STEEL WALL PANEL

ALUMINUM STOREFRONT WINDOW

GUTTER AND DOWNSPOUT

INSULATED STEEL EXTERIOR DOOR

ACCENT COLOR WAINSCOT

PEMB STANDING SEAM ROOF STEEL

PEMB R-PANEL STEEL WALL PANEL

ALUMINUM STOREFRONT WINDOW

GUTTER AND DOWNSPOUT

INSULATED STEEL EXTERIOR DOOR

STANDING SEAM ROOF

ACCENT COLOR WAINSCOT

INSULATED SEGMENTAL OVERHEAD DOOR

PEMB R-PANEL STEEL WALL PANEL

GUTTER AND DOWNSPOUT

INSULATED STEEL EXTERIOR DOOR

ACCENT COLOR WAINSCOT

INSULATED SEGMENTAL OVERHEAD DOOR

PEMB R-PANEL STEEL WALL PANEL

GUTTER AND DOWNSPOUT

INSULATED STEEL EXTERIOR DOOR

ACCENT COLOR WAINSCOT

SCALE: 1/8" = 1'-0"1 SOUTH ELEVATION

0 4' 8' 16'

SCALE: 1/8" = 1'-0"2 NORTH ELEVATION

0 4' 8' 16'

SCALE: 1/8" = 1'-0"3 WEST ELEVATION

0 4' 8' 16'

SCALE: 1/8" = 1'-0"4 EAST ELEVATION

0 4' 8' 16'

K D

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O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-301

SECTIONS

G24-009

MSN

6/21/2024

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\P ro je ct s\ G en er al P ro je ct s\

-0

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-4

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2 1

A-403

A-402

-5'

-1 FOUNDATION

-5'

-1 FOUNDATION

±0" 1 1st FLOOR

+16'

2 ROOF

+16'

2 ROOF

60'

PEMB FRAME | 8" GIRTS WITH

SIMPLE SAVER INSULATION |

LINER PANEL INTERIOR | R-

PANEL EXTERIOR

8" GIRTS WITH R-11LS AND R-19

BATTS | LINER PANEL

5" CONCRETE SLAB | 2" XPS INSULATION (24" MIN, FULL

SLAB ADD ALTERNATE 3) | VAPOR BARRIER | CLEAN FILL

STEM WALL AND STRIP FOOTING

12" CONCRETE CURB

3 HR RATED FIRE BARRIER (UL U419)

3-5/8" STEEL STUD INTERIOR

PARTITIONS (NON-RATED) WITH

FLOOR SYSTEM FOR MEZZANINE

STORAGE (LIGHT STORAGE)

CONNECT TO

STEAM/WATER FROM

TUNNEL

A B C D E F

A-402

A-404

-5'

-1 FOUNDATION

±0" 1 1st FLOOR

+16'

2 ROOF

19'-11 15/16" 20' 20' 20' 20'-1/16"

D A

G L

PEMB FRAME | 8" GIRTS WITH

SIMPLE SAVER INSULATION |

LINER PANEL INTERIOR | R-

PANEL EXTERIOR

8" GIRTS WITH R-11LS AND R-19

BATTS | LINER PANEL

5" CONCRETE SLAB | 2" XPS INSULATION

(24" MIN, FULL SLAB ADD ALTERNATE 3) |

VAPOR BARRIER | CLEAN FILL

STEM WALL AND STRIP FOOTING

12" CONCRETE CURB

3 HR RATED FIRE BARRIER (UL U419)

SCALE: 1/4" = 1'-0"1 BUILDING SECTION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"2 OVERALL BUILDING SECTION

K D

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O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-302

WALL

SECTIONS

G24-009

MSN

6/21/2024

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-0

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-4

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A-402

A-404

-5'

-1 FOUNDATION

±0" 1 1st FLOOR

+16'

2 ROOF

PEMB FRAME | 8" GIRTS WITH

SIMPLE SAVER INSULATION |

LINER PANEL INTERIOR | R-

PANEL EXTERIOR

8" GIRTS WITH R-11LS AND R-19

BATTS | LINER PANEL

5" CONCRETE SLAB | 2" XPS INSULATION (24" MIN,

FULL SLAB ADD ALTERNATE 3) | VAPOR BARRIER |

CLEAN FILL

STEM WALL AND STRIP FOOTING

SLAB EDGE THERMAL BREAK (1/2" FOAM)

A-402

A-403

-5'

-1 FOUNDATION

±0" 1 1st FLOOR

+16'

2 ROOF

PEMB FRAME | 8" GIRTS WITH

SIMPLE SAVER INSULATION OR

SIMILAR | LINER PANEL

INTERIOR | R-PANEL EXTERIOR

8" GIRTS WITH R-11LS AND R-19

BATTS | LINER PANEL

STEM WALL AND STRIP FOOTING

12" CONCRETE CURB

5" CONCRETE SLAB | 2" XPS INSULATION (24" MIN,

FULL SLAB ADD ALTERNATE 3) | VAPOR BARRIER |

CLEAN FILL

SLAB EDGE THERMAL BREAK (1/2" FOAM)

A-402

A-404

-5'

-1 FOUNDATION

±0" 1 1st FLOOR

+16'

2 ROOF

PEMB FRAME | 8" GIRTS WITH

SIMPLE SAVER INSULATION |

LINER PANEL INTERIOR | R-

PANEL EXTERIOR

8" GIRTS WITH R-11LS AND R-19

BATTS | LINER PANEL

STEM WALL AND STRIP FOOTING

5" CONCRETE SLAB | 2" XPS INSULATION (24" MIN,

FULL SLAB ADD ALTERNATE 3) | VAPOR BARRIER |

CLEAN FILL

SLAB EDGE THERMAL BREAK (1/2" FOAM)

SCALE: 3/4" = 1'-0"1 TYPICAL WALL SECTION - OVHD DOOR

0 1' 2' 3'

SCALE: 3/4" = 1'-0"2 TYPICAL WALL SECTION - STOREFRONT WINDOW

0 1' 2' 3' SCALE: 3/4" = 1'-0"3 TYPICAL WALL SECTION - WALK DOOR

0 1' 2' 3'

K D

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PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-401

ENLARGED

PLANS AND

INTERIOR

DETAILS

G24-009

MSN

6/21/2024

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2' -3

" M

8" MIN

11" MIN

INSTALL APPROVED PLUMBING

SCALD PROTECT COVER

1' MIN 2' MIN

-9

3' MIN

3'-6" MIN 1' MAX

2' -9

4'-6" MIN

7" - 9"

39" - 41"

1' -6

PAPER

DISPENSER

GRAB BAR

5" MAX 15" MIN

17"-25"

A-401

" M

U T

O U

UNISEX

RESTROOM

1/ 4"

3/ 4"

1/ 4"

1/ 2"

TOP OF SIGN ABOVE

FINISH FLOOR

TYPE STYLE / FONT: RAISED 1/32",

HELVETICA BOLD

BRAILLE : 1/4" GRADE 2 TRANSLATED

RASTER BRAILLE

+5'-0"

A-401

7'-3 3/4"

7' -1

1' -9

1' -5

A-401

A-

COAT HOOK (MOUNT AT 48” AFF)

MIRROR - 24”X48” (BOTTOM OF MIRROR 40” AFF MAX)

SOAP DISPENSER (MOUNT 44” - 48” AFF)

TOILET PAPER DISPENSER (MOUNT 18” AFF MIN)

PAPER TOWEL DISPENSER (DISCHARGE 44” - 48” AFF)

BATHROOM SIGN (SEE DIAGRAM FOR DIMENSIONS)

TOILET ACCESSORY KEY

SCALE: 1" = 1'-0"1 ADA SINK SECTION

0 6'' 1' 2'SCALE: 1" = 1'-0"2 ADA TOILET ELEVATION BACK WALL

0 6'' 1' 2'

SCALE: 1" = 1'-0"3 ADA TOILET ELEVATION SIDE WALL

0 6'' 1' 2'

SCALE: 1" = 1'-0"4 ADA WATER FOUNTAIN WITH BOTTLE FILLER

0 6'' 1' 2'

SCALE: 1" = 1'-0"5 ADA WATER FOUNTAIN WITH BOTTLE FILLER

0 6'' 1' 2'

SCALE: 3" = 1'-0"7 BATHROOM SIGNAGE

0 3'' 6'' 9''

SCALE: 3/4" = 1'-0"8 ENLARGED RESTROOM PLAN

0 1' 2' 3'

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-402

EXTERIOR AND

ROOF DETAILS

G24-009

MSN

6/21/2024

W A S H

M O

U N

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U se rs \m ik en

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D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

D A S M

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B ld g\

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P P

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D C

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U C

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 2, 2024.